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钢筋混凝土矩形板非线性有限元分析
引用本文:范志良,宋启根.钢筋混凝土矩形板非线性有限元分析[J].东南大学学报(自然科学版),1990,20(1):47-53.
作者姓名:范志良  宋启根
作者单位:东南大学土木工程系,东南大学土木工程系
摘    要:

关 键 词:钢筋混凝土    非线性  有限元分析

Nonlinear Analysis of Reinforced Concrete Rectangular Slabs Using Finite Element Method
Fan Zhiliang Song Qigen.Nonlinear Analysis of Reinforced Concrete Rectangular Slabs Using Finite Element Method[J].Journal of Southeast University(Natural Science Edition),1990,20(1):47-53.
Authors:Fan Zhiliang Song Qigen
Institution:Department of Civil Engineering
Abstract:The nonlinear analysis of reinforced concrete rectangular slabs under monotonic transverse loads is performed by finite element method,The layered rectangular element with 4 nodes and 20 degrees of freedom is deve- loped,in which bending/stretching coupling effect is taken into account.An orthotropic equivalent uniaxial stress-strain constitutive model of concrete is used.A program is worked out and used to calculate two reinforced concrete slabs.The results of calculation are in good conformity with the correspond- ing test results.In addition,the influence of tension stiffening effect of cracked concrete on the results of calculation is discussed.
Keywords:reinforced concrete  slab  finite element method  non-linear structural analysis  
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